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Enter FJT( Y <br /> Table X.-Calculation of Earthwork. <br /> Fnter, 1) ?-.--- <br /> the vat 30 <br /> .i terv. HEIGHT 3 <br /> n rva <br /> and rut <br /> tersecti <br /> the ver 14 14 <br /> 1 7 8 9 10 111 121 13 <br /> of this 1 2 3 4 6 <br /> the do -- <br /> "ONE" I o2 o4 .06 .07 .09 .11 13 15 .17 .18 .20 .22 .24 .26 <br /> tion to 2 .04 .07 .11 .15 .18 .22 :26 :30 33 .37 41 44 48 52 J 76 <br /> :50 .56 :61 :67 :72 :78 .8 <br /> the anti :06 11 .17 M2 - .33 39 <br /> which 07 :15 .22 30 37 .." :52 :59 67 74 .81 .89 .96 1.04 1.1 <br /> about 5 .09 .19 .28 :37 :46 .56 .65 .74 :83 .93 1.02 1.11 1.20 1:30 1.1 -31 <br /> added t4 5-7 <br /> h.r�.out 1.11 1.22 1.33 1." 1.55 1.1 <br /> 6 :,11, .1 -1 .1 .67 .78 *89 1 00 <br /> reading ji 3 26 .39 .65 .78 .91 1.04 <br /> di .52 1:16 1.30 1.42 1.55 1.68 181 1 <br /> "1, 1.33 1.48 1.63 1.78 1.92 2:08 2:1 <br /> seal", .15 30 44 .59 .74 .89 1.04 1.19 <br /> for each 17 :33 :50 67 83 1.00 1.17 1.33 1.50 1.67 1.83 2.00 2.17 2.33 2.1 7 <br /> ahneg I e I(f :18 .37 .56 :74 :93 1:11 1:30 1:48 1.67 1.85 2.04 2.22 2.41 2.59 2.1 <br /> the <br /> true <br /> Lance. 1 .20 .41 '.61 82 1.02 1.22 1.43 1.63 1.83 2.04 2.24 1" 2.65 2.85 3h <br /> If the vei 1 .22 .44 .67 :89 1.11 1.33 1.56 1.78 2.00 2.22 2.44 2.67 9.89 3.11 3.3 <br /> is beyond 123 .24 .48 .72 .96 1.20 1." 1.68 1.92 2'.16 2.41 2.65 2.89 3.13 3.37 3.1 <br /> 3.63 3.1 <br /> e <br /> _I <br /> 04 .0677 <br /> -0 .09 <br /> 7 1 -15 -18 <br /> .11 .17 .22 -28 <br /> .15 - .37 <br /> .19 37 <br /> I <br /> of diagg 14 .26 .52 .78 1.04 1 30 1 55 1.81 2.08 2,33 2 59 2 85 3.11 3.37 <br /> H-R coq 5 .28 .56 83 1.11 1:39 1:67 1.94 2.22 2.50 2:78 3:06 3.33 3.61 3.89 4.1 25- <br /> find true 4.15 4.1 <br /> tal distad .78 2.07 2.37 2.67 2.96 3.26 3.56 3.85 <br /> is 30 59 89 1.18 1.48 1 D <br /> V-Rxm 1 :31 :63 :94 1.26 1.57 1.89 2.20 2.52 2.83 3.15 3.46 3.78 4.09 4.41 4.1 <br /> 00 2.33 2.67 3.00 3.33 367 4.00 4.33 467 5J 0 <br /> for true v� 11 33 .67 1.OD 1.33 1.67 2 <br /> d i s t a r� 19 35 .70 1.06 1.41 1.76 2:11 2.46 2.82 3.17 3.52 3.87 4.22 4.57 4.92 5.: <br /> where .74 1: 3.70 4.07 4.44 4.81 5:18 5.1 <br /> yr <br /> 20 .37 11 1 48 1.85 2.22 2.59 2.96 3,33 <br /> equ 40 3.11 3.50 3.89 4.28 4.67 5.06 S." 5. e) <br /> :0 r V 0 21 .39 .78 1.17 1.55 1.94 2.33 2.72 3 <br /> t a d i 3:6g7 14 7 4.48 4.89 5.30 5.70 6. <br /> $1 1.22 1.63 2.04 2.44 2.85 3.26 3 4:0 <br /> 41 26 <br /> distarxi :43 :85 1.28 1.70 2.13 2.56 2.98 3.41 4.68 5.11 5.54 5.96 S. <br /> ndaeque " OD 1:33 1:78 2.22 2.67 3.11 3.56 4.00 4.44 4.99 5.33 5.78 6.22 6. <br /> aerticall 46 5.09 5.56 6.02 6.48 6. <br /> IV It :92 139 1.85 2.31 2.78 3.24 3.70 4.17 4 63 <br /> angle. 16 .48 .96 l." 1.92 2.41 2.89 3..37 3.85 4.33 4.82 5.30 5.78 6.26 6.74 7. <br /> 50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 4.50.5.00 5.50 6.00 6.50 7.00 7. <br /> 52 1.04 1.55 2.07 2.59 3.11 3.63 4.15 4.67 5.18 5.70 6.22 6.74 7.26 7. <br /> 54 1.07 161 2.15 2.68 3.22 3.76 4.30 4.83 5.37 5.91 6.44 6.98 7.52 8. <br /> '56 1.11 1.67 2.22 2:78 3:33 3.89 4.44 5.00 5.55 6.11 6.67 7.22 7.78 8. Q, <br /> 7 <br /> 1 57 1.15 1.72 2.30 2.87 3.44 4.02 4.59 5.17 5.74 6.32 &99 7.46 8.04 S. <br /> 59 1.18 1.78 237 2.90 3.56 4.15 4.74 5.33 5.92 652 7.11 <br /> 7.70 8.30 B. 2 e, <br /> 61 '1:22 1:83 2:" 3.06 3.67 4.28 4.0 5.50 6.11 6.72 7.33 7:94 8.55 9. <br /> .63 E26 180 252 3.15 3.78 440 5.01 5.67 629 693 7.56 18 81 9 75 <br /> .66 1.30 1:94 2:59 3:24 3:00 4:53 6:19 5.83 6:48 7:13 7.78 '8:42 89:08 9: 1 (7 0 <br /> 7 4.66 5.33 6.00 6.67 7.133 8.00 9.33 10 <br /> 8 111 959 <br /> 2.74 3 42 4.11 4.79 5.48 6.17 6.85 7.54 &22 8 10, <br /> 2 00 <br /> 2: 7.03 7.74 9.44 9.15 9 85 10, <br /> 70' 141 2.11 :82 3:52 4.22 4.92 5.63 66:33 7 22 7 96 8.67 9 <br /> :72 L" 2.89 <br /> 1 .39 10.11 10 <br /> 20 74 1 48 2.22 2.96 3.70 4." 5.18 <br /> 1217 2 89 3.61 4.33 5.06 6:912 6.67 7:41 8:15 8.89 9.63 10.37 11 <br /> Table X n the number of cubic yards In a TRIANGLE I foot deep for a gIP <br /> width and =t. CAUTION: Values obtained from the above tables are for of <br /> the one TRIANGLE of the crone-section under consideration. <br /> 7 <br /> -S6 <br /> .79 <br /> 4_92 <br /> .(16 <br /> L5 <br /> J20 5.18 <br /> Corrections for tenths of fest in width and h6jht may be meds by considering I <br /> an <br /> so numbers on the table from 1 to 1)as tenths an taking one tenth the values fou <br /> inthe tables. For sample,to find the number of Dobie yards when Width-W-1 3 <br /> and Height-H-5-8,opposite 16 in"Width" ool=and under 5 in the"H' i <br /> el <br /> oolumuread I.I.S. To correct for additional 0.2 foot of width,opposite 2 in the"WIT, <br /> column and under Sin the"Height"column read 0.18 and correct to.018. To cora <br /> for additional 0.3 foot in height, under 3 in "Height" column and opposite 16 <br /> "Width"column read 0.89 and correct to.089. Therefore,the total cubic yards in i <br /> given TRIANGLE for a depth of 1 foot-1.48+.018+.089-1.587 or approxima-t <br /> 0 150 cu.yda.per 100 feet. <br /> 0 If width exceeds 40 feet,use one half real width and multiply result by 2. If h 7 <br /> L 'width and height are larger than values given on table use one half each ve' <br /> -5; <br /> and multiply result by 4. <br /> 16 <br />